I was trying to model a pump outlet today for an existing basin. I am strictly in the hypothetical part of the process, meaning, I am just trying to get a rough idea of how my basin will respond to a pumping rate before I start looking for a suitable pump.
I tried to use the pump rating curves...
I have modeled a watershed that drains to a lake. This lake has an earthen dam and a control structure. I am interested in breaching the dam, for inundation study purposes. The model is not very complicated, as the water shed is about 6 square miles.
The HydroCAD support site describes the...
Delaware's Department of Natural Resources & Environmental Control (DNREC) require the design of water quality structures to be able to manage the rate and volume of a 2" NRCS Type II rainfall event, up to a maximum of 1" of runoff.
Is it possible for HydroCAD to stop the routing procedure at a...
I like the feature that allows you to report the separate pervious and impervious area. Out of curiosity, I checked the calculate separate pervious/impervious runoff box, to see what would happen. In the two files I tested this on, my peak flows, inflows and outflows all decreased. That...
Currently our company utilizes AutoCAD R14. A problem that we have is that the wipeout command is not supported by one of our plotters. When you plot a drawing with wipeouts, the plot has rectangles where the wipeout (or text mask) was placed.
I have been trying to edit the filter.lsp file to...
